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Opening of Bids - Sewer and Manhole Rehabilitation Project No 118-093 - Insituform Technologies USA LLC
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Opening of Bids - Sewer and Manhole Rehabilitation Project No 118-093 - Insituform Technologies USA LLC
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4/3/2025 4:00:16 PM
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12/12/2018 1:04:17 PM
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Board of Public Works
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Projects
Document Date
12/11/2018
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An Insiiu� form° cured-indaee <br />pipe (C-WP) continues to <br />exceed industry per ormance <br />standards of ler 30 years <br />in service. <br />SUMMARY OF RESULTS <br />After 30 years of service in a London sewer <br />carrying both domestic and industrial effluent, <br />an Insituform° CIPP was found to have a flexural <br />modulus exceeding the nearest contemporary <br />UK Water Industry Specification by 50%, and <br />the current US standard by more than 90%. <br />• The 30-year-old pipe's flexural modulus was an <br />improvement over test data obtained after 20 <br />years in service. <br />There was no apparent deterioration in the <br />overall performance of the Insituform° CIPP <br />between its 20th and 30th year in service. <br />INTRODUCTION <br />In October 2001, tests were conducted by <br />Bodycote Materials Testing Ltd. to determine <br />the flexural properties of the samples taken from <br />an Insituform° CIPP that had been in service for <br />30 years. <br />The pipe samples were taken from a 1,170 mm X <br />600 mm (46 in. X 24 in.) egg -shaped sewer at <br />Riverside Close in hackney, London. This is the <br />same InsituformO CIPP that was sampled and tested <br />in 1991, after 20 years in service, by Bodycote's <br />predecessor MTS Pendar Ltd. <br />I���i-. �.�... ........... ...,_�.._. <br />Product tested: <br />Insituform° Cured -In -Place Pipe (CIPP) <br />Test: <br />.Flexural Properties <br />Conducted by: <br />Bodycote Materials Testing Ltd. <br />Report Date; <br />November 2001 <br />Supervising removal of the samples were <br />representatives from both Bodycote and the sewer <br />Owner, Thames Water Utilities Limited. <br />PROCEDURE <br />Two panels, approximately 300 mm (12 in.) <br />square, were taken from a side wall of the sewer, <br />approximately four meters downstream from a <br />manhole. Three test pieces were cut from each <br />panel as shown in the diagram below. <br />The flexural properties of each test piece were <br />determined by the method of BS EN ISO 178, in <br />accordance with current UK Water Industry <br />Specification (WIS) 4-34-04. <br />
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